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| Section | Objectives |
|---|---|
| Transportation Engineering | - Traffic and Pavement Considerations - Roadway Design Basics |
| Professional Practice and Ethics | - Engineering Ethics - Legal and Regulatory Responsibilities |
| Surveying and CAD Applications | - Land Surveying Principles - Computer-Aided Design (CAD) Usage |
| Geotechnical Engineering | - Foundation Design Principles - Soil Mechanics |
| Civil Engineering Materials and Construction | - Construction Methods and Techniques - Concrete, Steel, and Asphalt Properties |
| Structural Engineering Basics | - Design Principles and Load Considerations - Structural Analysis Fundamentals |
| Engineering Fundamentals | - Mathematics and Applied Calculations - Engineering Principles |
| Hydraulics and Hydrology | - Drainage and Water Management Systems - Fluid Mechanics Fundamentals |
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NEW QUESTION # 20
What is the bearing capacity of soil?
Answer: C
Explanation:
In foundation engineering, "bearing capacity" refers to themaximum bearing pressurethat soil can support under a foundationwithout a shear failure mechanismdeveloping in the ground, and (in allowable/safe terms) without causingexcessive settlement. In practice, design is based onallowable bearing capacity
/allowable bearing pressure, which is the net pressure (beyond overburden) that will not cause shear failure or excessive settlements, after applying an appropriate factor of safety. This concept is tied to classic bearing- capacity theories (e.g., Terzaghi) that predict shear failure along defined surfaces beneath a footing.
Therefore, the best definition among the options is the one referencingmaximum pressure without shear failure, not a "concentrated load," compaction, or "crumbling."
NEW QUESTION # 21
Which of the following illustrates a cantilever?
Answer: D
Explanation:
A cantilever is defined as a beam or structural member that isfixed (built-in) at one end and free at the other
, resisting loads through bending and shear while the support provides the restraint against rotation and translation. Classic structural descriptions emphasize that a cantilever is "held only at one end while supporting weight or resisting motion all along its free length," which distinguishes it from simply supported beams (supported at two ends) or fixed-fixed beams (built-in at both ends). In the provided options, the correct illustration is the one showing a member rigidly attached at one end (fixed support) and extending outward with the opposite end unsupported (free). That configuration matches optionA, while the other options depict different support conditions (e.g., simply supported or fixed at both ends). Therefore, the diagram that illustrates a cantilever isA.
NEW QUESTION # 22
A civil engineering technologist is taking a sample of concrete cylinders from a truck. When should the sample be taken?
Answer: C
Explanation:
Concrete cylinder samples must represent thedelivered batch, so sampling must avoid the non-representative portions at the beginning and end of discharge where segregation and water/aggregate distribution can differ.
ASTM C172/C172M sampling practice requires collecting acomposite samplefrom themiddle portionof the load: specifically, not before about10%and not after about90%of the batch has been discharged, using two or more portions taken at regularly spaced intervals. A paper hosted by ASTM discussing sampling from truck mixers references ASTM C172/C172M and its requirement for collecting multiple portions from the discharged batch. Training/field guidance consistent with ASTM C172 also states sampling should occur after
~10% and before ~90% of discharge (i.e., the middle of the load). Therefore, the correct answer isin the middle of the load (Option C).
NEW QUESTION # 23
What material property is measured by a sieve analysis?
Answer: D
Explanation:
Sieve analysis is the standard laboratory procedure used to determine theparticle size distributionof granular materials by passing a representative dry sample through a stack of sieves with progressively smaller openings and measuring the mass retained on each sieve. The result is a gradation curve (percent passing vs.
sieve size) that characterizes whether the material is well-graded, poorly graded, or gap graded, and it is foundational for specifying aggregates for concrete, asphalt, base course, and filters. Civil engineering materials references identify sieve analysis as the test used to determinegradationand classify soils
/aggregates by size ranges. Angularity is a shape characteristic not measured by sieve analysis; moisture- density relates to compaction testing; and "mass" is a measured quantity in the procedure, but the material property being determined is thegradation (particle size distribution). Therefore, the correct answer isD.
NEW QUESTION # 24
Which of the following can a civil engineering technologist request from a concrete supplier to verify that concrete falls within municipal specifications?
Answer: C
Explanation:
For ready-mixed concrete deliveries, compliance verification is commonly supported by thedelivery/batch ticket(often called the concrete delivery ticket). Industry guidance tied to ASTM C94 emphasizes that the ticket includes critical batch information (such as batch time and related data) used to confirm compliance with specified requirements and limits (including time limits for discharge and other production/traceability details). Because municipal specifications typically require confirmation of the delivered mix identification, quantities, admixtures, batching time, and other relevant production details, the batch/delivery ticket is the most direct document a technologist can request at the site to verify the delivered concrete aligns with the specified mix and placement requirements. A mix design submittal can show intended proportions but does not prove what was actually batched and delivered for that load; "batch location" alone is not sufficient;
"geotechnical mix design" is not applicable. Therefore, the correct item is thebatch ticket from the plant.
NEW QUESTION # 25
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